• Title/Summary/Keyword: saturation zone

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Multisensor Image Fusion for Enhanced Coastal Wetland Mapping

  • Shanmugam, P.;Ahn, Yu-Hwan;Sanjeevi, S.;Yoo, Hong-Ryong
    • Proceedings of the KSRS Conference
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    • 2003.11a
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    • pp.902-904
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    • 2003
  • The main objective of this paper is to investigate the potential utility of multisensor remotely sensed data for improved coastal wetland mapping. Five data fusion models, three algebraic models (Multiplicative (MT), Brovey (BT) and Wavelet transform (WT)) and two spectral domain models (Principals component transform (PCT) and Intensity-Hue-Saturation (IHS)) were implemented and tested over the multisensor data. The fused images were then compared based on visual and statistical approaches. The results show that the wavelet transform provides greater flexibility for combining optical data sets and has good potential for preserving the spatial and spectral content of the original images . However, this model yields poor information when combining optical and microwave data. Brovey transform is more reliable for fusing optical and microwave image data and yields improved information about different wetland features of the coastal zone.

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Analysis of Saturation and Ground Water level in The Embankment Using TDR Sensor (TDR센서를 이용한 제방의 포화도 및 지하수위 해석)

  • Park, Min-Cheol;Kim, Ki-Yeong;Lee, Jae-Ho;Han, Heui-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.404-415
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    • 2010
  • In this paper, using the TDR sensors, variation of soil water content changes were measured as TDR data. Then filtering technique was determined using Fourier transform. Determine the moisture content of soil and ground water level and tried to determine unsaturated zone. First, variation of water content changes were measured TDR data by indoor experiment. Then as a function of TDR data made for water content of soil. Next, through Acrylic indoor laboratory model experiments, changes in ground water levels and lateral penetration of the field conditions were reproduced in an indoor. Field applicability of the TDR sensor was demonstrated by analysis of this. TDR sensor was installed in the embankment, TDR data were measured by TDR sensor.

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THE PURPOSE OF THE STUDY WAS TO EVALUATE THE ANTOMICROBIAL EFFECTIVENESS IN VITRO AND FORMING ABILITY OF THE VOLATILE GAS OF THE NON SPECIFIC ENDODONTIC MEDICAMENTS (수종 근관소독제의 살균효과 및 물리적성질에 관한 실험적 연구)

  • Min, Byeong-Sun;Choe, Ho-Yeong
    • The Journal of the Korean dental association
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    • v.14 no.9
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    • pp.733-737
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    • 1976
  • The result were obtained as follow : 1. Formocresol produced the widest zone of inhibition and camphorated parachlorophenol was the next and engenol was the narrowest. 2. Formocresol revealed the most efficted forming ability of the volatile gas and camphorated parachlorophenol was the next and eugenol was the least. 3. In comparing with the weight per ml. of the tested medicaments, eugenol was 1039.99mg/ml. 4. The amount of saturation in filter paper disc camphorated parachlorophenol showed the most and eugenol showed the least.

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Micro-Tribological Investigation for Temperature Rise in Multi-layered Thin Films (다층 박막의 온도상승에 대한 마이크로 트라이볼로지적 조사)

  • Kim, Joon-Hyun;Shin, Kyung-Ho
    • Proceedings of the KSME Conference
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    • 2000.04a
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    • pp.760-765
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    • 2000
  • The study deals with the development of a computational procedure for evaluating the temperature rise in dry and lubricated multi-layered contacts of head/disk interface. A transient computational model with a transformed rectangular computational domain is utilized. A model and a computational method for micro-contact with sub-lubricated zone, including friction heat generation, have been presented. The model was applied, taking full account of the changes in contact area and contact load due to frictional heating. The computational distribution of temperature is obtained with the analytical findings for various composition and contact conditions. Especially, a rapid rise ($220^{\circ}C$ or above) in read head temperature lese to a saturation in the influence of a thermal spike on signal performance. This general class of problems can be treated provided that heat generation distribution and layer properties are known.

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Development of Hardware In the Loop System(HILS) for Hydraulic Excavator (굴삭기용 Hardware In the Loop System(HILS) 개발)

  • 임태형;조현철;안태규;양순용;이홍선
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2004.10a
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    • pp.468-473
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    • 2004
  • This paper deal with basic concept of Hardware In the Loop System(HILS) for hydraulic excavator. Hydraulic excavator has many nonlinearities because of P-Q diagram, dead zone and saturation of valve, single acting cylinder, heavy manipulator. So, actual test is needed when new component or control algorithm is developed but many restrictions exist. Hydraulic circuit of excavator is too complex to model mathematically but dynamic equation of manipulator has made good progress in previous studies. Basic concept of HILS and AMESim model of hydraulic components is contained in this paper.

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Development of the Non-contacted Gear Detection Sensor for a Manual Transmission (수동변속기용 비접촉식 변속단 감지센서 개발)

  • Han, Chang-Kyu
    • Transactions of the Korean Society of Automotive Engineers
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    • v.21 no.5
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    • pp.1-7
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    • 2013
  • The present paper relates to a development of the Gear Detection Sensor for automotive manual transmission. To detect air gap from control finger to detecting zone of sensor based on non-contacted method, permanent magnet and linear type Hall IC are mounted in this sensor. Control finger is machined to 3 step heights to detect 3 gear stages such as In-Gear, Normal and Rear. After conducting actual experimentation based on exclusive Jig and FEM, it is described to consider possibility for automotive application of Gear Detection Sensor.

Evaluation Wave Induced Liquefaction in Seabed (파랑하중에 의한 해저지반의 액상화 평가)

  • Jang, Byeong-Uk;Do, Deok-Hyeon;Song, Chang-Seop
    • Geotechnical Engineering
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    • v.9 no.4
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    • pp.17-26
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    • 1993
  • The mechanism of wave -induced stresses and liquefactions in a seabed is studied theoretically and experimentally, A constitutive equation which is governing wave -induced effective stresses and porepressures in an unsaturated seabed under the hydraulically anisotropic conditions is developed. It is learned that the effective stresses and excessive porewater pressures are governed by the conditions of waves and sedimentary layers, Especially the magnitude of effective stresses and the depth of disturbed zone induced by waves is controlled by the degree of saturation of the unsaturated seabeds.

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APPLICATIONS OF PORE AND GRAIN-SIZE DISTRIBUTIONIN RECOVERY OF LNAPLS IN SOILS (토양속의 LAPLs 제거기슬에서의 Pore와 입도분포의 응용에 관한 연구)

  • Lee, Kwang-Y.
    • Proceedings of the Korean Geotechical Society Conference
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    • 1992.12a
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    • pp.19-32
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    • 1992
  • Objectives of this study are : 1) to utilize capillary theory and obtain pore-size distribution profiles from moisture-suction relationships using Laplace theory. 2) to investigate the behavior of Light Non-Aqueous Phase Liquids(LNAPLs) in the subsurface environment and to develop several predictive relationships which can be used to assess the effectiveness of various LNAPLs remediation technologies. The relationship to predict pore-size distribution function expressed in differencial equation is found by using capillary theory. Also, experiments are conducted to : the various LNAPLs subjected to vadose zone drainage, groundwater table drainage, waterflooding with surfactants. The experiments are performed with #2 heating oil, jet fuel. and kerosene. Several relationships have been derived describing the effect of various properties and process parameters on the LNAPL residual saturation.

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A Study to Estimate the Seawater Leakage Zone of the Embankment using SP and Pole-pole Array Resistivity Survey (SP 및 단극배열 전기비저항탐사를 이용한 방조제 누수지점 탐지)

  • Song Sung-Ho;Lee Kyu-Sang;Kim Jin-Ho;Jang Eui-Woong
    • 한국지구물리탐사학회:학술대회논문집
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    • 2000.09a
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    • pp.19-40
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    • 2000
  • We applied both SP monitoring and pole-pole array resistivity surveys and SP survey and dipole-dipole array resistivity survey to leakage problems in several embankments and dike, respectively, to estimate and detect the zone of leakage. The embankment is generally affected by tidal variation and has low resistivity characteristics due to the high saturation of seawater. According to this situation, SP monitoring and resistivity survey using pole-pole electrode array, which is relatively more effective to the conductive media, were carried out to delineate the leakage zones of sea water through the embankment. We checked out electrical conductivity(EC) and temperature variations along the inner part of the embankment to detect the zone of seawater leakage and found that the measured EC value agreed to that of seawater in the leakage zone and the temperature was lower than that of the vicinity of leakage zone. SP monitoring results were coincide with tidal variations at each embankment. Based on the survey results, it is concluded that both SP monitoring and the pole-pole array resistivity method are quite effective for investigation of seawater leakage zones in the embankment.

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Numerical Investigation of Freezing and Thawing Process in Buried Chilled Gas Pipeline (매설 냉각가스관의 동결-융해에 대한 수치해석 연구)

  • Shin, Hosung;Park, Heungrock
    • Journal of the Korean Geotechnical Society
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    • v.32 no.6
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    • pp.17-26
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    • 2016
  • Characteristic behaviors of geo-structure during freezing and thawing process have to be understood based on fundamental knowledge on phase change in porous soil and interaction between soil and structure. Inversion analysis using published one-dimensional soil freezing tests was conducted to suggest a mechanical model to consider an effect of the ice saturation on Young's modulus. Silty soil was more sensitive to temperature than weathered granite soil and sand, and weathered granite soil was more affected by initial water saturation in stiffness decrease than silty soil. Numerical simulations on chilled gas pipeline showed that shielding effect from surrounding frozen zone around the pipe decreases impact from external load onto the pipe. And a pipe installed in sand backfill showed more heaving due to relatively low stiffness of sand during freezing than that of surrounding in-situ weather granite soil. However, it had more stable stress condition due to effective stress redistribution from external load.